Probabilistic Framework for Liquefaction Potential by Shear Wave Velocity-Reference-Cited by-同舟云学术

Probabilistic Framework for Liquefaction Potential by Shear Wave Velocity

Published:2001-08 Issue:8 Volume:127 Page:670-678
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Juang C. Hsein¹²³,Chen Caroline J.¹²³,Jiang Tao¹²³

Affiliation:

1. Prof., Civ. Engrg. Dept., Clemson Univ., Clemson, SC 29634-0911. E-mail: hsein@clemson.edu

2. Transp. Engr., California Dept. of Transp., 5900 Folsom Blvd., Sacramento, CA 95819.

3. Res. Asst., Civ. Engrg. Dept., Clemson Univ., Clemson, SC 29634-0911.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A8%28670%29

Reference28 articles.

1. Andrus R. D. and Stokoe K. H. ( 1997). “Liquefaction resistance based on shear wave velocity.” Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils Tech. Rep. NCEER-97-0022 T. L. Youd and I. M. Idriss eds. Nat. Ctr. for Earthquake Engrg. Res. State University of New York at Buffalo Buffalo 89–128.

2. Liquefaction Resistance of Soils from Shear-Wave Velocity

3. Andrus R. D. Stokoe K. H. and Chung R. M. ( 1999). “Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedure.” NISTIR 6277 National Institute of Standards and Technology Gaithersburg Md.

4. Chen C. J. ( 1999). “Risk-based liquefaction potential evaluation using cone penetration tests and shear wave velocity measurements.” PhD dissertation Clemson University Clemson S.C.

5. Chen C. J. and Juang C. H. ( 2000). “Calibration of SPT- and CPT-based liquefaction evaluation methods.” Innovations and applications in geotechnical site characterization Geotech. Spec. Publ. No. 97 P. W. Mayne and R. Hryciw eds. ASCE Reston Va. 49–64.

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